...F W FURKERT © Thomas Telford and ICE 1933 EFFECT EARTHQUAKES ENGINEERING STRUCTURES WAVES HORIZONTAL ACCELERATION DAMAGE DESIGN RESISTANT ARTESIAN WATER CRACKS BRIDGES MOVEMENT 508 EARTHQUAEKFEFECTS : AUTHORE SPLY [Minutesof (Paper No. 4872.) The Effect of Earthquakes...

... RESISTANCE RESISTANT DESTRUCTION SEISMOLOGY BRIDGES MOVEMENT FORCES SEISMIC WAVES VIBRATIONS HORIZONTAL ACCELERATION STEEL REINFORCEMENT FISSURES GROUND EMBASSIES TIMBER BRICKWORK DAMAGE OSCILLATIONS TOKYO DOMINION MUSEUM WELLINGTON JAPAN ASIA NEW ZEALAND 384 DISCUSSION...

... MAGNIFIERS DYNAMICS FORMULAE STRESS SPANS LOADS SLIPPING TESTS VIBRATIONS TRAINS TORSIONAL SKIDDING LONG SPAN SPRINGS FRICTION MOVEMENT Sk.Greet. 414 DISCUSSION ON IMPACT IN RAILWAY-BRIDGES. [Minutes of apply only to chord members. Was there any simple modification ofOhose formulas which...

... ON PRESSURE O X RETAINING-WALLS. 1% Discussion. The AUTHORshowed by means of a mechanical lantern-slide theTlle Author. effect of various movements of a model wall on a backing composed of steel balls, as illustrated in his Paper communicated to the Royal Society. If an attempt were made to calculake...

... RUPTURES SAND SHEARING MOVEMENT SURFACES WEDGES THEORY EARTH TESTS FORCES SCALE EFFECT MODELS CYCLES VARIATIONS GRANULAR Proceedings.] ON RETAlNING-WALLS, 195 Correspondence. Lieut.-Col. E. P. ANDERSONremarked that further co&rmatoryLient.-fil. experiments on the largest possible scale...

...C E INGLIS © Thomas Telford and ICE 1932 IMPACT RAILWAYS BRIDGES FORMULAE MATHEMATICS OSCILLATIONS CALCULATIONS LOCOMOTIVES HAMMER BLOWS SPANS SPRINGS MOVEMENT BENDING CURVES LONG SPAN FORCES INERTIA EFFECT LOADS INCREASES MASS MEDIUM SPAN STRESS 358 INGLIS...

... it E. Gardnor. was essential to have as little movement as possible ; in this case a system of buffers was introduced to take up the shock of vessels. The Author called attention to the fact that the expansion joints were located where that shock would be least, leaving each section free to yield...

...H A REED © Thomas Telford and ICE 1926 WHARVES RECONSTRUCTION DOCKS TIMBER CANALS DESIGN SUPERSTRUCTURES CYLINDERS SHEDS FOUNDATIONS TRIALS PILES PROBLEMS CONSTRUCTION REINFORCED CONCRETE WEIGHT DRIVING TESTS MOVEMENT CONTRACTORS MANUFACTURE COSTS MANCHESTER...

..., shingle, sand, etc., described by the late Mr. W. H. Wheeler, M. Inst. C.E., aslittoral drift, and of storing up thosematerials as a natural protection to the coast-line. Generally, the prevailing movement of the drift on the east coast is from north to south, on the south coast from west to east...

.... COASTAL SAND TRAVEL NEARMADRAS HARBOUR INDIA ASIA MADRAS COASTAL SAND TRAVEL HARBOURS MOVEMENT BREAKWATERS RECLAMATION DREDGING COASTS © Thomas Telford and ICE 1920 ...

... accretion had or had not taken place 1 Minutes of Proceedings Inst. C.E., vol. ccvi, p. 73. INDIA ASIA MADRAS HARBOURS FAILURES LIGHTHOUSES CONSTRUCTION STORMS RUBBLE TRAVEL SAND MOVEMENT FOUNDATIONS WELLS DREDGING PROTECTION CAISSONS SINKING PILES © Thomas Telford...

... the impervious shale aggravating the trouble. It was not a t first evident that the slipping mass was merely a pocket, and it was thoughtthattheremainder of the hillside would perhaps follow. Schemes for cutandcover and for tunnelling wereconsidered, but the progress of the movement eventually disclosed a stable...

... HIGHWAYS WAVES MATERIALS BITUMEN CORRUGATED MACHINERY BITUMINOUS COATINGS EFFECT WHEELS PAVING VEHICLES GROUTING ASPHALT MOVEMENT WOOD BLOCKS RESISTANCE GRANITE CONCRETE FOUNDATIONS PAVEMENTS WEAR SURFACING 168 DISCUSSION ON ROAD CONSTRUCTION. [hlinutes of Discussion. T...

... CONSTRUCTION FOUNDATIONS ASPHALT SURFACES WAVES CORRUGATION DEFORMATION VEHICLES TRAFFIC WHEELS EFFECT BITUMEN HIGHWAYS MATERIALS TARMAC DAMAGE TYRES MAINTENANCE PAVEMENTS WEAR ROADWAVES TAR ACTION ROLLING LOADS ATTRITION WOOD PAVING MOVEMENT STRENGTH CORRUGATED DYNAMICS...

... of the north side of the .Dr. Brysson harbour, and the question might as well be faced now as later. Cunningham. With regardtotheforwardmovement of the quay-wall,some movement was almost inevitable, anhde did not believe there existed a quay-wall of anygreatlength whichwasabsolutely straight. Indeed...

...H P MILES © Thomas Telford and ICE 1918 CREEP RAILS MOVEMENT RAILWAYS PERMANENT WAY WHEELS LOCOMOTIVES ROLLING STOCK TRACK SLEEPERS FISHPLATES CARRIAGES WAGONS REDUCTION STEEL KEYS TRACK GRADIENTS TEMPERATURE TRAINS Proceedings.] MILES ON CREEP OF RAILS. 243 Creep...

... train, accentuated in hot climates by the molecular movement of the metal of the rails. The cause being fairly well established, what was most interesting was the remedy, and he endorsed entirely what had beensaid by Mr. Grierson inthat respect. In thiscountryrail-creep caused littletroubleb, uot...

...-backsand anchors back of the bollards. When, however, thefirstthirteen wells of this pattern had beencompleted at the north end of the q u a ya n dt h e sea-bed had been dredgeadwaiyfnront of them so thatthefull backloadcame intobearing, a forward movement of about 6 incheswasdetected in them, which...

... RAILS CREEP RAILWAYS EXPERIMENTS TRACK TEMPERATURE PERMANENT WAY SLEEPERS ANCHORS FISHPLATES GIRDERS WHEELS LATHS GRADIENTS WEIGHT TRAINS MAINTENANCE REMEDIAL WORKS STEEL STONE BALLAST SPEED UNEVEN ANCHORAGES IMPACT FRICTION CHANGE COEFFICIENTS MOVEMENT TIMBER...

...B L VULLIAMY; T TOMPION © Thomas Telford and ICE 1915 MOVEMENT CLOCKS HOROLOGY DONATIONS INSTITUTIONS TIIE MOVEJIENT OP h TOJIPION CLOCK. 441 Description of the Movement of a Tompion Clock presented t o TheInstitution of Civil Engineersin 1847 by Benjamin Lewis Vulliamy, Assoc. Inst...